HomeMy WebLinkAboutTerracon - 11/28/2018 (2)CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0498
Service Date: 10/20/18 2501 E Loop 820 N
Report Date: 11/28/18 Revision 2 - 28 -day results Fort Worth, TX 76118-6978
Task: Parkine Garace 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 5,000 psi @ 28 days
Mix ID:
9041
Supplier:
Argos
Batch Time:
0830
Truck No.:
6284
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Plant: 123
Ticket No.: 12333412
Set Specimen Avg Diam.
Result Specification
9 5-9
6.0 3-6
80
58
132.4
No.
ID
(in)
1
A
4.00
1
B
4.00
1
C
4.00
1
D
4.00
1
E
4.00
1 F
Initial Cure: Outside
Area
(sq in)
12.57
12.57
12.57
12.57
12.57
Date
Received
10/22/18
10/22/18
10/22/18
10/22/18
10/22/18
Date
Tested
10/22/18
10/27/18
11/17/18
11/17/18
11/17/18
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
10/22/18
Final Cure: Moist Room
Age at
Maximum
Test
Load
(days)
(lbs)
2
67,810
7
89,020
28
113,170
28
104,220
28
106,460
Average
(28 days)
Hold
10/20/18 Sample Time:
Norman Noel
Partly cloudy
90/324 Batch Size (cy):
Pump
10
0
SOD: P2/17.3.
SOD: 5th floor. P1 -P5/18-16
PI -P4/16-15.
Compressive
Strength
(psi)
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Sample from back of truck.
Samples Made By: Terracon
5,400
7,080
9,010
8,290
8,470
8,590
Fracture
Type
2
3
2
4
2
0920
9
Tested
By
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Norman Noel
Reported To: David Saiter w/ Manhattan
Contractor:
Report Distribution:
See attached distribution list.
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cx000t, 11-16-12, xev.6 Pagel of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0498
Service Date: 10/20/18 2501 E Loop 820 N
Report Date: 11/28/18 Revision 2 - 28 -day results Fort Worth, TX 76118-6978
Task: Parkine Garace 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 5,000 psi @ 28 days
Mix ID:
9041
Supplier:
Argos
Batch Time:
1010
Truck No.:
5114
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Plant: 123
Ticket No.: 12333424
Set Specimen Avg Diam.
Result Specification
8 5-9
6.0 3-6
81
62
131.6
No.
ID
(in)
2
A
4.00
2
B
4.00
2
C
4.00
2
D
4.00
2
E
4.00
2 F
Initial Cure: Outside
Area
(sq in)
12.57
12.57
12.57
12.57
12.57
Date
Received
10/22/18
10/22/18
10/22/18
10/22/18
10/22/18
Date
Tested
10/22/18
10/27/18
11/17/18
11/17/18
11/17/18
Sample Date:
10/20/18 Sample Time:
Sampled By:
Norman Noel
Weather Conditions:
Partly cloudy
Accumulative Yards:
189/324 Batch Size (cy):
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
SOD: P4/16.7.
Placement Location:
SOD: 5th floor. P1 -P5/18-16
Hold
PI -P4/16-15.
10/22/18
Final Cure: Moist Room
Age at
Maximum
Test
Load
(days)
(lbs)
2
62,900
7
86,910
28
107,400
28
108,160
28
105,460
Average
(28 days)
Hold
Compressive
Strength
(psi)
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Sample from back of truck.
Samples Made By: Terracon
5,010
6,920
8,550
8,610
8,390
8,520
Fracture
Type
4
5
4
3
3
1045
9
Tested
By
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Norman Noel
Reported To: David Saiter w/ Manhattan
Contractor:
Report Distribution:
See attached distribution list.
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cx000t, 11-16-12, xev.6 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 95181011.0498
Service Date: 10/20/18 2501 E Loop 820 N
Report Date: 11/28/18 Revision 2 - 28 -day results Fort Worth, TX 76118-6978
Task: Parkine Garace 817-268-8600 Ree No: F-3272
Client Project
Coury Hospitality
Attn: Mark Brooks
7134 S Yale, Ste 400
Tulsa, OK 74136
Grapevine Main Phase 1
815 South Main Street
Grapevine, TX 76051
Project Number: 95181011
Material Information Sample Information
Specified Strength: 5,000 psi @ 28 days
Mix ID:
9041
Supplier:
Argos
Batch Time:
1200
Truck No.:
5114
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Plant: 123
Ticket No.: 12333436
Set Specimen Avg Diam.
Result Specification
9 5-9
4.8 3-6
84
66
132.0
No.
ID
(in)
3
A
4.00
3
B
4.00
3
C
4.00
3
D
4.00
3
E
4.00
3 F
Initial Cure: Outside
Area
(sq in)
12.57
12.57
12.57
12.57
12.57
Date
Received
10/22/18
10/22/18
10/22/18
10/22/18
10/22/18
Date
Tested
10/22/18
10/27/18
11/17/18
11/17/18
11/17/18
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
10/22/18
Final Cure: Moist Room
Age at
Maximum
Test
Load
(days)
(lbs)
2
43,970
7
74,320
28
89,250
28
87,930
28
88,040
Average
(28 days)
Hold
10/20/18 Sample Time:
Norman Noel
Partly cloudy
306/324 Batch Size (cy):
Pump
10
0
SOD: P2.2/15.
SOD: 5th floor. P1 -P5/18-16
PI -P4/16-15.
Compressive
Strength
(psi)
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Sample from back of truck.
Samples Made By: Terracon
3,500
5,910
7,100
7,000
7,010
7,040
Fracture
Type
4
5
3
4
4
1300
9
Tested
By
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Norman Noel
Reported To: David Saiter w/ Manhattan
Contractor:
Report Distribution:
See attached distribution list.
Reviewed By:
Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Cx000t, 11-16-12, xev.6 Page 3 of 3
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FIFTH TIER FLAN
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Grapevine Main Phase 1
Site Plan:
flerracon
Report Number: 95181011.0498
815 South Main Street
Technician: Norman Noel 2501 E Loop 820 N
Grapevine, TX 76051
Date: 10/20/18 Fort Worth, TX 76118-6978
Scale: Not to Scale 817-268-8600 Reg No: F-3272
BDOOOL, 08-24-13, Rev.1
Distribution Page Irerracon
Report Number: 95181011.0498
Service Date: 10/20/18 2501 E Loop 820 N
Report Date: 11/28/18 Revision 2 - 28 -day results Fort Worth, TX 76118-6978
Task: Parking Garage 817-268-8600
Distribution List
(1) Coury Hospitality, Mark Brooks
(1) AECC Inc, Lee Ledet
(1) ArchiTexas, Michael Karnowski
(1) City of Grapevine TX, Curtis A Bergthold
(1) City of Grapevine TX, Hans Strayer
(1) City of Grapevine TX, Paul M Lee
(1) City of Grapevine TX, Scott Williams
(1) City of Grapevine TX, sbatte@grapevinetexas.gov
(1) JQ Engineering, Mike Oler
(1) Manhattan Construction Company, Ben Jensen
(1) Manhattan Construction Company, Chase Pritchard
(1) Manhattan Construction Company, Daniel Rideau
(1) Manhattan Construction Company, David Saiter
(1) Manhattan Construction Company, Frederick Moore
(1) Manhattan Construction Company, Klint Robertson
(1) Manhattan Construction Company, Matthew Powell
(1) Manhattan Construction Company, Robert Montgomery
(1) Walker Consultants, Martha M. Villanueva